A quantitative comparison of six rock failure criteria
暂无分享,去创建一个
Thomas Benz | Radu Schwab | T. Benz | R. Schwab | T. Benz
[1] D. C. Drucker. ON UNIQUENESS IN THE THEORY OF PLASTICITY , 1956 .
[2] G. A. Wiebols,et al. An energy criterion for the strength of rock in polyaxial compression , 1968 .
[3] Kiyoo Mogi,et al. Fracture and flow of rocks under high triaxial compression , 1971 .
[4] Hajime Matsuoka,et al. STRESS-STRAIN RELATIONSHIPS OF SANDS BASED ON THE MOBILIZED PLANE , 1974 .
[5] J. M. Duncan,et al. Elastoplastic Stress-Strain Theory for Cohesionless Soil , 1975 .
[6] P. Michelis,et al. Polyaxial Yielding of Granular Rock , 1985 .
[7] P. Michelis,et al. True triaxial cyclic behavior of concrete and rock in compression , 1987 .
[8] H. Koide,et al. Effect of the Intermediate Principal Stress On Strength And Deformation Behavior of Sedimentary Rocks At the Depth Shallower Than 2000 M , 1989 .
[9] Jean-Pierre Bardet,et al. Lode Dependences for Isotropic Pressure-Sensitive Elastoplastic Materials , 1990 .
[10] Shaohua Zhou,et al. A program to model the initial shape and extent of borehole breakout , 1994 .
[11] Russell T. Ewy,et al. WELLBORE-STABILITY PREDICTIONS BY USE OF A MODIFIED LADE CRITERION , 1999 .
[12] Bezalel C. Haimson,et al. True triaxial strength and deformability of the German Continental Deep Drilling Program (KTB) deep hole amphibolite , 2000 .
[13] Bezalel C. Haimson,et al. A new true triaxial cell for testing mechanical properties of rock, and its use to determine rock strength and deformability of Westerly granite , 2000 .
[14] P. K. Kaiser,et al. Progressive spalling in massive brittle rock , 2000 .
[15] Mark D. Zoback,et al. A statistical evaluation of intact rock failure criteria constrained by polyaxial test data for five different rocks , 2002 .
[16] Robert W. Zimmerman,et al. Relation between the Mogi and the Coulomb failure criteria , 2005 .
[17] Pieter A. Vermeer,et al. A Hoek–Brown criterion with intrinsic material strength factorization , 2008 .